CN205743045U - A kind of device for regulating steel construction floor girder steel absolute altitude - Google Patents
A kind of device for regulating steel construction floor girder steel absolute altitude Download PDFInfo
- Publication number
- CN205743045U CN205743045U CN201620425988.0U CN201620425988U CN205743045U CN 205743045 U CN205743045 U CN 205743045U CN 201620425988 U CN201620425988 U CN 201620425988U CN 205743045 U CN205743045 U CN 205743045U
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- China
- Prior art keywords
- girder steel
- seat
- roof
- suspension rod
- steel
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Abstract
The utility model discloses a kind of device for regulating steel construction floor girder steel absolute altitude, it is characterized in that, being connected seat including girder steel joint chairs the most multiple with floor and a roof, the centrage of centrage and roof connection seat that all girder steels connect seat overlaps, and is vertically arranged；Roof connects seat and is fixed on roof beam, and roof connects seat and the girder steel connection seat being adjacent is connected by top layer suspension rod, and top layer suspension rod connects seat with corresponding girder steel and roof connects seat and is threaded connection；Two neighbouring girder steels are connected seat and are connected by intermediate layer suspension rod, and it is threaded that intermediate layer suspension rod connects seat with corresponding two girder steels；Girder steel connect seat be arranged over a girder steel connector, girder steel connector is sleeved on the suspension rod of corresponding intermediate layer, and girder steel connector is affixed with corresponding floor girder steel.This utility model easy construction, degree of regulation is high, and can be greatly increased effective usable floor area of the steel construction first floor.
Description
Technical field
This utility model relates to the device of a kind of adjustment means absolute altitude, particularly one and is used for regulating steel construction floor girder steel mark
High device.
Background technology
Existing steel construction floor girder steel is provided with support column, is provided with bracket at support column surrounding, steel construction floor girder steel absolute altitude
Regulation realizes by backing plate is increased or decreased between bracket and beam, and beam-to-column joint is unstable, absolute altitude regulation inconvenience,
Absolute altitude degree of regulation is relatively low.Steel construction first floor girder steel uses support column to support simultaneously, causes effective usable floor area of the first floor
Adverse effect.
Summary of the invention
This utility model provides a kind of for regulating steel construction floor girder steel for solving technical problem present in known technology
The device of absolute altitude, uses this device to regulate steel construction floor girder steel absolute altitude, easy construction, and degree of regulation is high, and can
It is greatly increased effective usable floor area of the steel construction first floor.
This utility model is adopted the technical scheme that by solving technical problem present in known technology: one is used for regulating
The device of steel construction floor girder steel absolute altitude, is connected seat including girder steel joint chairs the most multiple with floor and a roof,
The centrage of centrage and described roof connection seat that all described girder steels connect seat overlaps, and is vertically arranged；Described roof
Connecting seat to be fixed on roof beam, described roof connects seat and the described girder steel being adjacent connects seat by top layer suspension rod even
Connecing, described top layer suspension rod connects seat with corresponding described girder steel and described roof connects seat and is threaded connection；Neighbouring
Two described girder steels connect seats and connect by intermediate layer suspension rod, described intermediate layer suspension rod and corresponding two described girder steels companies
Joint chair is threaded；Described girder steel connect seat be arranged over a girder steel connector, described girder steel connector is sleeved on
On the suspension rod of corresponding described intermediate layer, described girder steel connector is affixed with corresponding floor girder steel.
The lower section connecting seat at described roof is provided with rubber sheet gasket I, and described rubber sheet gasket I clamps and connects seat at described roof
And between roof beam；Connect at the described girder steel being fixedly connected with each other and be clamped with rubber sheet gasket II between seat and described girder steel connector.
This utility model has the advantage that with good effect: application worm drive principle, uses suspension rod and connects seat in fact
The adjustment of existing steel construction floor girder steel absolute altitude, suspension rod is suspended on cast-in-place agent structure top to bear the vertical load of steel construction,
Suspension rod is smaller in size than structural column size, thus adds the effective width of each layer, does not especially have suspension rod in the first floor, greatly
Add greatly the effective area of initial layer structure.Horizontal girder steel uses simply supported beam node with the vertical member of suspended structure, permissible
Avoid the bad internal force that in conventional steel structure, steel node produces.Suspension rod uses threaded with being connected seat, by rotating suspension rod
I.e. scalable floor girder steel absolute altitude, efficiently solves the steel construction floor unmanageable difficult problem of girder steel absolute altitude.Meanwhile, hang
Bar is connected seat and carries out assembly in flooring with girder steel connector and each floor, reduces the difficulty of steel structure high-altitude operation.
This utility model also has the features such as principle is simple, easily operate, labor intensity is low, construction safety is reliable simultaneously.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure: 1, roof connects seat；2, rubber sheet gasket I；3, intermediate layer suspension rod；4, girder steel connector；5, rubber
Pad II；6, girder steel connects seat；7, intermediate layer suspension rod.
Detailed description of the invention
For summary of the invention of the present utility model, feature and effect can be further appreciated that, hereby enumerate following example, and coordinate
Accompanying drawing describes in detail as follows:
Referring to Fig. 1, a kind of device for regulating steel construction floor girder steel absolute altitude, including the most multiple with floor
Girder steel connects seat 6 and a roof connects seat 1, and all described girder steels connect centrage and the described roof connection seat 1 of seat 6
Centrage overlap, and be vertically arranged.
Described roof connects seat 1 and is fixed on roof beam, and described roof connects seat 6 and the described girder steel being adjacent connects
Seat 6 is connected by top layer suspension rod 3, and described top layer suspension rod 3 connects seat 6 with corresponding described girder steel and described roof connects
Seat 1 is threaded connection.
Two neighbouring described girder steels are connected seat 6 and are connected by intermediate layer suspension rod 7, and described intermediate layer suspension rod 7 is with right
It is threaded that two the described girder steels answered connect seat 6.
Described girder steel connect seat 6 be arranged over a girder steel connector 4, described girder steel connector 4 is sleeved on accordingly
On described intermediate layer suspension rod 3, described girder steel connector 4 is affixed with corresponding floor girder steel.
In the present embodiment, the lower section connecting seat 1 at described roof is provided with rubber sheet gasket I 2, and described rubber sheet gasket I 2 presss from both sides
It is pressed in described roof to connect between seat 1 and roof beam；Seat 6 and the connection of described girder steel is connected at the described girder steel being fixedly connected with each other
Rubber sheet gasket II 5 it is clamped with between part 4.Rubber sheet gasket I 2 and rubber sheet gasket II 5 can play the effect of buffering and antidetonation,
Be prevented from rigid contact between each component, and can make to connect between each component tightr.
The construction method of this utility model application:
1) first on ground, top layer suspension rod 3, all intermediate layers suspension rod 7, all girder steels are connected seat 6, all rubber sheet gaskets
II 5 and described girder steel connector 4 fit together, then assemble after component hang over roof and with roof connect seat 1
Fixing；
2) each floor slab beam is installed from bottom to up；
3) each floor girder steel absolute altitude is adjusted by rotation top layer suspension rod 3 and intermediate layer suspension rod 7 from the top down.
Although preferred embodiment of the present utility model being described above in conjunction with accompanying drawing, but this utility model being not limited to
Above-mentioned detailed description of the invention, above-mentioned detailed description of the invention is only schematically, is not restrictive, this area
Those of ordinary skill under enlightenment of the present utility model, without departing from this utility model objective and claimed
In the case of scope, it is also possible to make a lot of form, within these belong to protection domain of the present utility model.
Claims (2)
1. the device being used for regulating steel construction floor girder steel absolute altitude, it is characterised in that include with floor one to one
Multiple girder steel joint chairs and a roof connect seat, and all described girder steels connect in centrage and the described roof connection seat of seat
Heart line overlaps, and is vertically arranged；
Described roof connects seat and is fixed on roof beam, and described roof connects seat and the described girder steel connection seat being adjacent leads to
Crossing top layer suspension rod to connect, described top layer suspension rod connects seat with corresponding described girder steel and described roof connects seat by screw thread even
Connect；
Two neighbouring described girder steels are connected seat and are connected by intermediate layer suspension rod, described intermediate layer suspension rod and corresponding two
It is threaded that individual described girder steel connects seat；
Being arranged over a girder steel connector what described girder steel connected seat, described girder steel connector is sleeved on corresponding described
On the suspension rod of intermediate layer, described girder steel connector is affixed with corresponding floor girder steel.
Device for regulating steel construction floor girder steel absolute altitude the most according to claim 1, it is characterised in that in institute
The lower section stating roof connection seat is provided with rubber sheet gasket I, and described rubber sheet gasket I clamps and connects seat and roof beam at described roof
Between；Connect at the described girder steel being fixedly connected with each other and be clamped with rubber sheet gasket II between seat and described girder steel connector.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620425988.0U CN205743045U (en) | 2016-05-11 | 2016-05-11 | A kind of device for regulating steel construction floor girder steel absolute altitude |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620425988.0U CN205743045U (en) | 2016-05-11 | 2016-05-11 | A kind of device for regulating steel construction floor girder steel absolute altitude |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205743045U true CN205743045U (en) | 2016-11-30 |
Family
ID=57368180
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620425988.0U Expired - Fee Related CN205743045U (en) | 2016-05-11 | 2016-05-11 | A kind of device for regulating steel construction floor girder steel absolute altitude |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205743045U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119495A (en) * | 2020-01-20 | 2020-05-08 | 中铁十二局集团建筑安装工程有限公司 | PCF plate construction method for fabricated building |
| CN114059656A (en) * | 2021-11-18 | 2022-02-18 | 泰宏建设发展有限公司 | Large-span suspension type steel reinforced concrete multi-layer combined corridor integrated construction method |
-
2016
- 2016-05-11 CN CN201620425988.0U patent/CN205743045U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119495A (en) * | 2020-01-20 | 2020-05-08 | 中铁十二局集团建筑安装工程有限公司 | PCF plate construction method for fabricated building |
| CN114059656A (en) * | 2021-11-18 | 2022-02-18 | 泰宏建设发展有限公司 | Large-span suspension type steel reinforced concrete multi-layer combined corridor integrated construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161130 Termination date: 20210511 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |